HomeMy WebLinkAbout83-1929 - Site Plan 2IV00
k 10.34
#5
♦
AL Of
9.24
#Z
"
PROP. VENT WITH CHARCOAL FILTER `` `♦
AND BUGSCREEN (FINAL PLACEMENT BY
CONTRACTOR WITH HOMEOWNER `
CONSULTATION)
1
• 11.17 - '""'
28.378± SF UPLAND
2.19± ACRES TOTAL
z 11.SD
#7 �r 11,32
x 11.91
i
,
i
X 11.82 Su?
i
z 12.17
REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE�
WITH CLEAN MED. SAND, TO MEET z 1 I
SPECIFICATIONS OF 310 CMR 15.255(3
' T
TH-2A 0
I PROP. 2
PUMP r 3
CHAMBER
z 1.93
x 1276
.
#g '� 11.51.. _. ..... _ 2
PROP. 0.5 r v
MICROFAST 17 O a
SYSTEM O 0
! O O
ai 211.38 ,i �
W
TOP FNDN. r I Q
GARAGE EL. 16.0' ; 3
1 1 z
o
50.1' 1� PORCH 0.5' 1 N
A
3.91
� 4
mol i
0 3b�¢ 0�1
ys013
ISOLATED VEGETATED %FC:
WETLAND (3200± SF) pq yL m -i1
�MFn'T m m 1 .
` #5?
#2
i
i
,
#4
TEST HOLE LOGS
ENGINEER: ARNE
H. OJALA, PE.,
SE1804
N
O•
WITNESS: AMY VON HONE, RS.,
CHO.
z c�'11
DATE: 8/17/11
DECK
0
m
30.5'
1
~•
O
0
m 4 Rfe 6A
20.4'
PERC. RATE =
ASSUMED < 2
MIN/INCH IN
C2
CLASS I
SOILS
Son
' FF
J
lA
��1 1
4
ELEV.
0..
-
12.6 0,.
1.00'
=I N 1
Ap
12.6'
AP
ONES
POWE
3.70
Y 01 !
Ld
12.60
z 1 .60
1OYR 3/2
/1
1OYR 3/2
12"
11.6 12"
11.6'
g
B
LS
SiL
_
2.5YR 5/69
36„ .++r ,, raza"
PROPOSED
9.6'
;
LS
tLl
3 BEDROOM
.�
a o
1
DWELLING
1
1OYR 3/2
TOP FNDN. r I Q
GARAGE EL. 16.0' ; 3
1 1 z
o
50.1' 1� PORCH 0.5' 1 N
A
3.91
� 4
mol i
0 3b�¢ 0�1
ys013
ISOLATED VEGETATED %FC:
WETLAND (3200± SF) pq yL m -i1
�MFn'T m m 1 .
` #5?
#2
i
i
,
#4
TEST HOLE LOGS
ENGINEER: ARNE
H. OJALA, PE.,
SE1804
MIN. LOT SIZE
WITNESS: AMY VON HONE, RS.,
CHO.
MIN. LOT FRONTAGE
DATE: 8/17/11
Ahocher Shore Rood
MIN. FRONT SETBACK
m
30.5'
MIN. SIDE SETBACK
~•
O
0
m 4 Rfe 6A
20.4'
PERC. RATE =
ASSUMED < 2
MIN/INCH IN
C2
CLASS I
SOILS
Son
' FF
J
lA
ELEV.
4
ELEV.
0..
-
12.6 0,.
12.6'
12_6'
Ap
12.6'
AP
ONES
POWE
SL
SL
A
1OYR 3/2
1OYR 3/2
12"
11.6 12"
11.6'
g
B
LS
SiL
SiL
2.5YR 5/69
36„ .++r ,, raza"
6. 2.5YR 6/6
36" mottlina 036"
9.6'
C1
obs. -w el. 8.3' obs. 8.3'
SiL SiL
53" 10YR 5/6 8•2' 60" 1OYR56 7.6'
C2 C2
FMS FMS
1OYR 6/4 1OYR 6/4
132" 11.6' 132" 1 1.6
,
4.08
EXIST. DWELLING
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 121 PARCEL 64
LOCUS IS WITHIN FEMA FLOOD ZONE C, A5
(EL 12), & V4 (EL 14) AS SHOWN ON
COMMUNITY PANEL #250015 0001D REVISED
7-2-1992
ZONING SUMMARY
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
REQUIRED
PROPOSED
MIN. LOT SIZE
LOCUS
28,378 S.F. (UPLAND)
MIN. LOT FRONTAGE
150'
Ahocher Shore Rood
MIN. FRONT SETBACK
m
30.5'
MIN. SIDE SETBACK
~•
O
0
m 4 Rfe 6A
20.4'
MIN. REAR SETBACK
O
N/A
LOCUS
25%
7.9%
Son
' FF
J
PROTECTION DISTRICT
0._
OWNER OF
RECORD
12.6'
0"
12.6'
Dennis
Pond
ONES
POWE
12.6'
0
A
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 121 PARCEL 64
LOCUS IS WITHIN FEMA FLOOD ZONE C, A5
(EL 12), & V4 (EL 14) AS SHOWN ON
COMMUNITY PANEL #250015 0001D REVISED
7-2-1992
ZONING SUMMARY
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
THE ESTATE OF ROSALIE B. SWANSEY
116 MAIN STREET
YARMOUTHPORT, MA 02675
REFERENCES
DEED BOOK 8042 PAGE 4
PLAN BOOK 262 PAGE 74
PLAN BOOK 280 PAGE 83
NOTES
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-JQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
\ PURPOSE.
\ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
\ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
\ DIGSAFE (1-888-344-7233) AND VERIFYING THE
\ LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS OR
STONE DRIP TRENCHES
ARK: USE SPK IN 13. ELECTRICAL PERMIT REQUIRED.
AT EL. 13.2'
TEST HOLE LOGS
/ ENGINEER: DAVID FLAHERTY, R.S., SE2755
/ WITNESS: AMY VON HONE, RS., CHO.
DATE 8/19/08 _
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape enginee�ift inc.
civil engineers
land surveyors
9J9 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
PERC. RATE = < 2 MIN/INCH
REQUIRED
PROPOSED
MIN. LOT SIZE
40,000 S.F.
28,378 S.F. (UPLAND)
MIN. LOT FRONTAGE
150'
114.74'
MIN. FRONT SETBACK
30'
30.5'
MIN. SIDE SETBACK
20'
20.4'
MIN. REAR SETBACK
20'
N/A
MAX. BUILDING COVERAGE
25%
7.9%
SITE IS NOT LOCATED
WITHIN THE AQUIFER
PROTECTION DISTRICT
0._
OWNER OF
RECORD
THE ESTATE OF ROSALIE B. SWANSEY
116 MAIN STREET
YARMOUTHPORT, MA 02675
REFERENCES
DEED BOOK 8042 PAGE 4
PLAN BOOK 262 PAGE 74
PLAN BOOK 280 PAGE 83
NOTES
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-JQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
\ PURPOSE.
\ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
\ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
\ DIGSAFE (1-888-344-7233) AND VERIFYING THE
\ LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS OR
STONE DRIP TRENCHES
ARK: USE SPK IN 13. ELECTRICAL PERMIT REQUIRED.
AT EL. 13.2'
TEST HOLE LOGS
/ ENGINEER: DAVID FLAHERTY, R.S., SE2755
/ WITNESS: AMY VON HONE, RS., CHO.
DATE 8/19/08 _
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape enginee�ift inc.
civil engineers
land surveyors
9J9 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
PERC. RATE = < 2 MIN/INCH
5/15/
DATE
GROUNDWATER ADJ. DATA:
WELL: SDW-252
ZONE: A
ADJ: 1.4'
DANIEL A. OJALA, PE, PLS
TITLE 5 SITE PLAN
FOR.
34 THACHER SHORE ROAD
YARMOUTH PORT
PREPARED FOR
THE ESTATE OF
ROSALIE B. SWANSEY
MAY 15, 2012
T `F.Y iti Scale:1"= 20'
0 10 20 30 40 50 FEET
SHT 1 OF 2
CLASS
SOILS
Q
ELEV.
ELEV.
4
ELEV.
ELEV.
0._
12.6'
�"
12.6'
0"
12.6'
o"
12.6'
A
A
A
A
LS
LS
LS
LS
1OYR 3/2
1OYR 3/2
1OYR 3/2
1OYR 3/2
10"
11.8'
12"
11.6'
9"
11.8
10"
11.6
B
B
B
B
SL
SL
SL
SL
36"
1OYR 6/4
9.6�
34"
1OYR 6/4
9.7'
35
10YR 6/4
9.6'
24"
1OYR 6/4
9.7'
adj. g -w el. 8.
C
C1
C1
-w e 6 9
SILT LOAM
ad .
g -w el. 7.3'
SILT LOAM
.
1OYR 7/6
PERC
C
1OYR 7/6
FMS
66"
J._el.7.
7.5'
5 9
40"
-el,7.
7.5'
wM e .
2.5Y 6/3
C2
2.5Y 6/3
PERC
C2
obs g -w 6.1'
obsg-w 6.1'
POCKETS
FMS
POCKETS
FMS
SILT LOAM
SILT LOAM
120"
2.6'
1.30"
2.5Y 6/3
1
2.2,
132"
2.6'
120"
2.5Y 6/3
1
2.2'
5/15/
DATE
GROUNDWATER ADJ. DATA:
WELL: SDW-252
ZONE: A
ADJ: 1.4'
DANIEL A. OJALA, PE, PLS
TITLE 5 SITE PLAN
FOR.
34 THACHER SHORE ROAD
YARMOUTH PORT
PREPARED FOR
THE ESTATE OF
ROSALIE B. SWANSEY
MAY 15, 2012
T `F.Y iti Scale:1"= 20'
0 10 20 30 40 50 FEET
SHT 1 OF 2